A kind of overlength eaves gutter applied in assembling type steel structure building
Technical field
It is super the utility model is related to be applied in building structure technology field more particularly to a kind of assembling type steel structure building
Long eaves gutter.
Background technology
Assembling type steel structure building has the advantages that standardized designs, factorial praluction, modular construction, in recent years
Very fast development is arrived.Eaves gutter is common water discharge member in building, and traditional method is realized by the way of cast-in-place.In assembled
In steel building, eaves gutter is connect simply frequently with prefabricated components with agent structure, the equal nothing of globality of durability and structure
Method ensures.And when using outer overhanging eaves gutter, length is restricted again.Therefore, in assembled architecture, a kind of knot is designed
Structure is simple, construction is convenient, and holding structure globality and the eaves gutter way of durability seem particularly necessary.
Invention content
The purpose of this utility model is to provide the overlength eaves gutter applied in a kind of assembling type steel structure building, fills up steel construction
Eaves gutter way blank in assembled architecture, simple structure, construction are convenient, ensure globality and durability.
The purpose of this utility model is achieved through the following technical solutions:
The overlength eaves gutter applied in a kind of assembling type steel structure building, is set to 7 edge of building roof, for draining, including
Vierendeel girder 5 and steel frame, the steel frame include more spaced double angles 1 and edge sealing angle bar 2, more double angles 1
One end is set to above 5 bottom wing listrium of Vierendeel girder and is welded with bottom wing listrium and web, and the other end welds edge sealing angle bar 2 and constitutes steel framework
Frame;
Cement fibrolite plate 3 is fixed below the steel frame, double-layer double-direction arranges reinforcing bar in cavity, and fills cast-in-place coagulation
Soil 4;
The roof structure reinforcing bar 71 of the building roof 7, which extends downwardly, to be bent and is welded and fixed with Vierendeel girder 5;
2 one end of edge sealing angle bar of the steel frame is equipped with water fender 8.
The web both sides of the Vierendeel girder 5 correspond to 1 position of double angle welding ribbed stiffener 6.
Double-layer double-direction arrangement reinforcing bar includes top arrangement of reinforcement 41 and bottom arrangement of reinforcement 42 in the cavity, top arrangement of reinforcement 41 and bottom
The equal bending process in 42 end of portion's arrangement of reinforcement and welding for steel structure.
Structure reinforcing bars 81 are set in the water fender 8, structure reinforcing bars 81 are welded with edge sealing angle bar 2.
A kind of assembly that the utility model embodiment provides it can be seen from above-mentioned technical solution provided by the utility model
The overlength eaves gutter applied in formula steel building, fills up eaves gutter way blank in assembling type steel structure building, and simple structure is applied
Work is convenient, ensures globality and durability.
Description of the drawings
It is required in being described below to embodiment in order to illustrate more clearly of the technical solution of the utility model embodiment
The attached drawing used is briefly described, it should be apparent that, the accompanying drawings in the following description is only some implementations of the utility model
Example, for those of ordinary skill in the art for, without creative efforts, can also be according to these attached drawings
Obtain other accompanying drawings.
Fig. 1 is the overlength eaves gutter structural representation applied in the assembling type steel structure building that the utility model embodiment provides
Figure;
Fig. 2 is the overlength eaves gutter concrete reinforcement applied in the assembling type steel structure building that the utility model embodiment provides
Structural schematic diagram one;
Fig. 3 is the overlength eaves gutter concrete reinforcement applied in the assembling type steel structure building that the utility model embodiment provides
Structural schematic diagram two;
Fig. 4 is the overlength eaves gutter steel-frame structure applied in the assembling type steel structure building that the utility model embodiment provides
Schematic diagram.
Specific implementation mode
With reference to the attached drawing in the utility model embodiment, the technical scheme in the embodiment of the utility model is carried out clear
Chu is fully described by, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole realities
Apply example.Based on the embodiments of the present invention, those of ordinary skill in the art are obtained without making creative work
The every other embodiment obtained, belongs to the scope of protection of the utility model.
The utility model embodiment is described in further detail below in conjunction with attached drawing.
As shown in Figures 1 to 4, the overlength eaves gutter applied in a kind of assembling type steel structure building, is set to 7 side of building roof
Edge, for draining, including Vierendeel girder 5 and steel frame, Vierendeel girder 5 use I-steel, and the steel frame includes that more intervals are set
The double angle 1 set and edge sealing angle bar 2, double angle 1, which is exactly that two angle steel are back-to-back, to be arranged side by side, and more 1 one end of double angle are set to
It is welded with bottom wing listrium and web above 5 bottom wing listrium of Vierendeel girder, the web both sides of the Vierendeel girder 5 correspond to double angle 1
Set welding ribbed stiffener 6.More 1 other end of double angle welding edge sealing angle bars 2 constitute steel frame;Fixed water below the steel frame
Mud fiberboard 3, double-layer double-direction arranges reinforcing bar in cavity, in the cavity double-layer double-direction arrangement reinforcing bar include top arrangement of reinforcement 41 with
Bottom arrangement of reinforcement 42, top arrangement of reinforcement 41 and the equal bending process in 42 end of bottom arrangement of reinforcement and welding for steel structure.And fill cast-in-place concrete
4;The roof structure reinforcing bar 71 of the building roof 7, which extends downwardly, to be bent and is welded and fixed with Vierendeel girder 5;The steel frame
2 one end of edge sealing angle bar be equipped with water fender 8, structure reinforcing bars 81, structure reinforcing bars 81 and edge sealing angle bar 2 are set in the water fender 8
Welding.
Construction method:5 are set a roof beam in place using body frame, double angle 1 are set on its lower flange top, length is according to practical building
It needs to be arranged, its spacing is common knowledge, repeats no more according to determination is calculated.In Vierendeel girder 5 and 1 corresponding position of double angle
Ribbed stiffener 6 is set, and double angle 1 is welded with Vierendeel girder 5, ribbed stiffener.In the end set edge sealing angle bar 2 of double angle 1, in double angle
Cement fibrolite plate 3, the bed die as concrete 4 is arranged in 1 lower part.In 3 common shape of double angle 1, edge sealing angle bar 2 and cement fibrolite plate
At cavity in configure double-layer double-direction reinforcing bar, including top arrangement of reinforcement 41 and bottom arrangement of reinforcement 42, it is end reinforced do bending process with
Welding for steel structure ensures bonding strength.After steel-bar arrangement is good, cast-in-place concrete 4 is poured.It, will to ensure the water resistance of building
Roof structure 7 is made of one with eaves gutter, i.e., roof structure reinforcing bar 71 is bent in eaves gutter and is welded and fixed with Vierendeel girder 5, poured
It is poured together when eaves gutter cast-in-place concrete 4.2 one end of edge sealing angle bar of steel frame namely described can be on the outside of eaves gutter
According to building demand, water fender 8 is set.Structure reinforcing bars 81 are set in the water fender 8, structure reinforcing bars 81 are welded with edge sealing angle bar 2
It connects.
The preferable specific implementation mode of the above, only the utility model, but the scope of protection of the utility model is not
It is confined to this, any one skilled in the art can readily occur in the technical scope that the utility model discloses
Change or replacement, should be covered within the scope of the utility model.Therefore, the scope of protection of the utility model should
Subject to the scope of protection of the claims.